JPH047316Y2 - - Google Patents
Info
- Publication number
- JPH047316Y2 JPH047316Y2 JP1984019331U JP1933184U JPH047316Y2 JP H047316 Y2 JPH047316 Y2 JP H047316Y2 JP 1984019331 U JP1984019331 U JP 1984019331U JP 1933184 U JP1933184 U JP 1933184U JP H047316 Y2 JPH047316 Y2 JP H047316Y2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- support
- formwork
- gate
- leg
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 238000009415 formwork Methods 0.000 claims description 31
- 239000000463 material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000012966 insertion method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は、型枠サポート兼用足場枠に関す
る。[Detailed description of the invention] [Industrial application field] This invention relates to a scaffolding frame that also serves as a formwork support.
鉄筋コンクリート建物の型枠工事において、梁
型枠は、その真下に門型に構成された複数のサポ
ート用建枠を梁型枠の長手方向に一定間隔おきに
設置し、その上に大引きを架設し、その上に梁型
枠を載せて支持しており、従来より広く一般にお
こなわれている（第２図参照）。
In formwork construction for reinforced concrete buildings, multiple support frames configured in a gate shape are installed directly below the beam formwork at regular intervals in the longitudinal direction of the beam formwork, and a large bridge is erected on top of the support frames. Then, a beam form is placed on top of it to support it, which is more widely used than before (see Figure 2).
また、サポート用建枠の両側には、梁型枠の側
面部や下面部の作業をおこなうための作業足場が
組立てられている。 In addition, work scaffolds are erected on both sides of the support building frame for working on the side and lower surfaces of the beam formwork.
このため、梁型枠の施工だけで、多大な手間と
仮設資材を必要とし、きわめて不経済であつた。
しかも、梁型枠下部の空間が煩雑化して充分な作
業スペースが得られず、作業性がきわめて悪かつ
た。 Therefore, just constructing the beam formwork required a great deal of effort and temporary materials, making it extremely uneconomical.
Moreover, the space under the beam formwork became complicated, making it impossible to obtain sufficient work space, resulting in extremely poor workability.
この考案は、前記従来の問題点を解消するため
に提案されたもので、組立て手間および仮設資材
を大幅に節約することができるとともに梁型枠の
下部に充分な作業スペースを確保することができ
る型枠サポート兼用足場枠を提供することを目的
とする。
This idea was proposed to solve the above-mentioned conventional problems, and can significantly save assembly time and temporary materials, as well as secure sufficient work space at the bottom of the beam formwork. The purpose is to provide a scaffolding frame that also serves as formwork support.
この考案は、脚管と腕管とからなる門型フレー
ムの横幅を梁型枠の横幅より幅広とし、門型フレ
ームの脚管上端部の一側に手摺支柱、他側に床ス
ラブ型枠サポート支柱下端部を差し込み式により
着脱自在に取付け、門型フレームの腕管に足場板
を架設し、腕管に設けた筒状の継手部に梁型枠受
フレームの脚管下端部を差し込み式により着脱自
在に取付けてなることを特徴とする。
This idea was designed so that the width of the gate-shaped frame consisting of the leg tube and arm tube is wider than the width of the beam formwork, and the upper end of the leg tube of the portal frame has a handrail support on one side and a floor slab formwork support on the other side. The lower end of the column is removably attached by inserting it, a scaffold board is installed on the arm tube of the portal frame, and the lower end of the leg tube of the beam form support frame is inserted into the cylindrical joint provided on the arm tube. It is characterized by being detachably attached.
以下、この考案を図示する一実施例によつて説
明すると、型枠サポート兼用足場枠１は、梁型枠
２の横幅より幅広な門型フレーム３と、当該門型
フレーム３の左右脚管４，４の上端部に設けられ
た手摺支柱５と前記門型フレーム３の腕管６に架
設した足場１２に設けられた筒状の継手部と梁型
枠受フレーム７とから構成されている。
Hereinafter, this invention will be explained with reference to an example of illustrating the present invention.The scaffolding frame 1 that also serves as a formwork support includes a gate-shaped frame 3 that is wider than the width of the beam formwork 2, and left and right leg pipes 4 of the gate-shaped frame 3. , 4, a cylindrical joint part provided on a scaffold 12 installed on the arm tube 6 of the portal frame 3, and a beam form support frame 7.
手摺支柱５，５は、門型フレーム３の左右脚管
４，４の上端部に差し込み式によつて取付けら
れ、着脱自在とされている。 The handrail supports 5, 5 are attached to the upper ends of the left and right leg tubes 4, 4 of the gate-shaped frame 3 by insertion, and are detachable.
また、梁型枠受フレーム７は、門型フレーム３
の腕管６に筒状の継手部（図示せず）を設け、当
該継手部に差し込み式によつて取付けられ、着脱
自在とされている。 In addition, the beam form support frame 7 is connected to the gate frame 3.
A cylindrical joint part (not shown) is provided in the arm tube 6, and the arm tube 6 is attached to the joint part by a plug-in type, and is detachable.
なお、門型フレーム３，梁型枠受フレーム７お
よび手摺支柱５は所定径の鋼管パイプより形成さ
れている。 Note that the gate frame 3, the beam frame receiving frame 7, and the handrail support column 5 are formed from steel pipes of a predetermined diameter.
このような構成において、型枠サポート兼用足
場枠の使用方法について説明すると、まず、在来
の門型建枠８を必要段数に組立てつつ梁型枠２の
長手方向に一定間隔おきに設置する。 In such a configuration, how to use the scaffolding frame that also serves as a formwork support will be described. First, conventional gate-shaped building frames 8 are assembled in the required number of stages and installed at regular intervals in the longitudinal direction of the beam formwork 2.
続いて、門型建枠８の最上段に該建枠と同一構
成の門型フレーム３を設置するとともにその左右
脚管４，４の下端部を前記門型建枠８の左右脚管
９，９の上端部に差し込み方式等により連結す
る。 Next, a gate frame 3 having the same configuration as the gate frame 8 is installed at the top of the gate frame 8, and the lower ends of the left and right leg pipes 4, 4 are connected to the left and right leg pipes 9, 4 of the gate frame 8. Connect to the upper end of 9 using a plug-in method or the like.
続いて、門型フレーム３、３の脚管４，４の上
端部に手摺支柱５，５を差し込み方式により連結
し、かつ当該手摺支柱５，５間に手摺り（図示せ
ず）を架設することによつて作業足場の外側に手
摺を構成し、門型フレーム３の腕杆６，６に設け
た筒状の継手部（図示せず）に梁型枠受フレーム
７の脚管下端部を差し込み方式により連結して梁
型枠受フレーム７を門型フレーム３上に設置し、
また梁型枠受フレーム７，７の腕管１０，１０間
に大引き１１，１１を架設し、梁型枠２を支持す
る。また、門型フレーム３，３の腕管６，６間に
足場１２，１２を架設し、梁型枠受フレーム７の
両側に作業足場を構成する。 Next, handrail posts 5, 5 are connected to the upper ends of the leg pipes 4, 4 of the gate-shaped frames 3, 3 by an insertion method, and a handrail (not shown) is constructed between the handrail posts 5, 5. By constructing a handrail on the outside of the work scaffold, the lower end of the leg pipe of the beam form support frame 7 is connected to a cylindrical joint (not shown) provided on the arm rods 6, 6 of the gate-shaped frame 3. The beam form support frame 7 is installed on the gate frame 3 by connecting it by an insertion method,
Moreover, the beam formwork 2 is supported by constructing large drawers 11, 11 between the arm tubes 10, 10 of the beam formwork receiving frames 7, 7. Further, scaffolds 12, 12 are constructed between the arm tubes 6, 6 of the gate-shaped frames 3, 3, and work scaffolds are constructed on both sides of the beam form receiving frame 7.
第１図は門型フレーム３の脚管４の上端部の一
側に手摺支柱５を建て付け他側に床スラブ型枠サ
ポート１３を建て付け、この床スラブ型枠サポー
ト１３で床スラブ型枠１４を支持するものであ
る。 In Figure 1, a handrail post 5 is installed on one side of the upper end of the leg pipe 4 of a gate-shaped frame 3, and a floor slab formwork support 13 is installed on the other side, and this floor slab formwork support 13 is used to form the floor slab formwork. 14.
この考案は、以上の構成からなり、この考案に
よれば、梁型枠を支持するサポート用建枠と作業
足場の建枠とを兼用することができ、しかも、作
業足場の建枠に手摺支柱及び床スラブ型枠サポー
トを同時に支持できるもので、組立て手間および
仮設資材を大幅に節約することができ、しかも、
梁型枠の下部に充分な作業スペースを確保するこ
とができるので作業性が高く実用性がきわめて大
きい。
This invention has the above-mentioned configuration. According to this invention, it is possible to use both the support frame for supporting the beam formwork and the construction frame for the work scaffold, and the handrail support can be attached to the work scaffold frame. It can support both the floor slab formwork support and the floor slab formwork support at the same time, and can greatly save assembly labor and temporary materials.
Since sufficient work space can be secured at the bottom of the beam formwork, workability is high and the practicality is extremely high.
第１図は梁型枠サポート兼用足場枠の使用状態
を示す正面図、第２図はその従来例を示す正面図
である。
１……梁型枠サポート兼用足場枠、２……梁型
枠、３……門型フレーム、４，９……脚管、５…
…手摺支柱、６……腕管、７……梁型枠受フレー
ム、８……門型建枠、１０……腕管、１１……大
引き、１２……足場板、１３……床スラブ型枠サ
ポート、１４……床スラブ型枠。
FIG. 1 is a front view showing the use of a scaffolding frame that also serves as a beam form support, and FIG. 2 is a front view showing a conventional example thereof. 1... Scaffolding frame that also serves as beam formwork support, 2... Beam formwork, 3... Gate-shaped frame, 4, 9... Leg pipe, 5...
...Handrail post, 6... Arm tube, 7... Beam form support frame, 8... Gate-shaped building frame, 10... Arm tube, 11... Large pull, 12... Scaffold board, 13... Floor slab Formwork support, 14...Floor slab formwork.
Claims (1)
型枠の横幅より幅広とし、門型フレームの脚管上
端部の一側に手摺支柱、他側に床スラブ型枠サポ
ート支柱下端部を差し込み式により着脱自在に取
付け、門型フレームの腕管に足場板を架設し、腕
管に設けた筒状の継手部に梁型枠受フレームの脚
管下端部を差し込み式により着脱自在に取付けて
なることを特徴とする型枠サポート兼用足場枠。 The width of the gate frame consisting of leg pipes and arm pipes is wider than the width of the beam formwork, and a handrail support is placed on one side of the top end of the leg pipe of the gate type frame, and a lower end of the floor slab formwork support post is placed on the other side. It is removably installed by inserting a scaffolding board into the arm tube of the portal frame, and the lower end of the leg tube of the beam form support frame is inserted into the cylindrical joint provided on the arm tube. Scaffolding frame that doubles as formwork support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1933184U JPS60130944U (en) | 1984-02-14 | 1984-02-14 | Scaffolding frame that doubles as formwork support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1933184U JPS60130944U (en) | 1984-02-14 | 1984-02-14 | Scaffolding frame that doubles as formwork support |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60130944U JPS60130944U (en) | 1985-09-02 |
| JPH047316Y2 true JPH047316Y2 (en) | 1992-02-26 |
Family
ID=30508808
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1933184U Granted JPS60130944U (en) | 1984-02-14 | 1984-02-14 | Scaffolding frame that doubles as formwork support |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60130944U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62178655A (en) * | 1986-01-31 | 1987-08-05 | 日綜産業株式会社 | Method for assembling scaffold also used as timbering and scaffold apparatus |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4718932U (en) * | 1971-04-01 | 1972-11-02 |
-
1984
- 1984-02-14 JP JP1933184U patent/JPS60130944U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60130944U (en) | 1985-09-02 |
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